WO2014123286A1 - Cadre de coffrage pour béton et procédé de fabrication de coffrage pour béton le mettant en œuvre - Google Patents

Cadre de coffrage pour béton et procédé de fabrication de coffrage pour béton le mettant en œuvre Download PDF

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Publication number
WO2014123286A1
WO2014123286A1 PCT/KR2013/007244 KR2013007244W WO2014123286A1 WO 2014123286 A1 WO2014123286 A1 WO 2014123286A1 KR 2013007244 W KR2013007244 W KR 2013007244W WO 2014123286 A1 WO2014123286 A1 WO 2014123286A1
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WO
WIPO (PCT)
Prior art keywords
formwork
tie
bar
concrete
flat tie
Prior art date
Application number
PCT/KR2013/007244
Other languages
English (en)
Korean (ko)
Inventor
강창규
Original Assignee
주식회사 예스폼
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 예스폼 filed Critical 주식회사 예스폼
Priority to RU2015131479A priority Critical patent/RU2606735C1/ru
Priority to JP2015542933A priority patent/JP2016501330A/ja
Priority to CA2900237A priority patent/CA2900237A1/fr
Priority to CN201380071878.8A priority patent/CN104956010B/zh
Priority to US14/765,675 priority patent/US20150368915A1/en
Publication of WO2014123286A1 publication Critical patent/WO2014123286A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G9/05—Forming boards or similar elements the form surface being of plastics
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6816—Porous tubular seals for injecting sealing material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/07—Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
    • E04G17/0707—One-piece elements
    • E04G17/0721—One-piece elements remaining completely or partially embedded in the cast material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6162—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by an additional locking key
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8688—Scaffoldings or removable supports therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
    • E04G17/0751—One-piece elements
    • E04G17/0754—One-piece elements remaining completely or partially embedded in the cast material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G2017/0646—Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal

Definitions

  • the present invention is for building without dismantling after pouring concrete. It relates to a formwork used to connect a formwork (formwork) made of a non-metal (for example, foam foam material, such as styrofoam, plastic) having an insulating material, and more specifically, a formwork installation method using the same. Concave grooves having tie-through holes that allow H-bars to be mounted in a state where the flat tie penetrates on both edges of a plurality of formwork for straight walls spaced apart at regular intervals in the width direction and arranged vertically in a row for concrete placing. It relates to a formwork frame provided with an additional formwork using the same.
  • a plurality of formwork forms a wall, and embedded in concrete that is placed between the plurality of formwork, while serving as a core function and protrudes outside the formwork.
  • a horizontal support bar pipe
  • a reinforcement plate to cover the reinforcement by overlapping the contact parts between the formwork. Construction materials such as flat ties are used.
  • a plurality of formwork frames are spaced at a predetermined interval in the width direction so that they are vertically arranged continuously along the length direction and then concrete is placed into the space between the formwork frames. After curing, the predetermined upright wall can be completed.
  • the process of forming a layer plate (slab) on the upper wall of the upright wall is placed in the horizontal direction in the upper wall of the upright wall to place the plywood again on these wood to be fixed with a nail, then heat insulation (dustproof) on the plywood Styrofoam is used to separate the wood and plywood after concrete placement.
  • the side ends of the plurality of formwork can be connected to each other with a wire or the like to extend the length of the wall in the longitudinal direction.
  • an object of the present invention is to provide a formwork frame and a formwork installation method using the same, which can provide convenience and practicality, such as no need for installing insulation.
  • concave having a tie-through hole for mounting the H-bar in a state in which the flat tie penetrates on both sides of the plurality of formwork for the straight wall which is spaced at regular intervals in the width direction and continuously upright in the longitudinal direction for concrete placing.
  • Formwork frame according to an embodiment of the present invention for achieving the above object is spaced apart in the width direction for the concrete placing space is formed between the spaced apart and the plurality of continuous in the longitudinal direction is desired
  • the formwork is formed of foam foam to be available as a heat insulating material after the concrete is placed, characterized in that the tie-through hole is provided so that the flat tie penetrates disposed on both sides of the formwork. do.
  • the tie through hole of the formwork is the tie body It may be of a structure formed in communication with the main body and the through-pipe through the gap so that both the maintenance projections.
  • the edge portion may be further provided with a concave groove portion so that the edge connecting portion is placed on the same plane as the cross section and front and rear surfaces of the formwork.
  • the coupling structure of the flat tie and the H-bar through the concave groove portion, the spacing maintaining projection of the flat tie disposed through the tie through hole is the concave groove
  • Each of the front and rear surfaces is spaced apart from each other by a predetermined interval, and the edge connecting portion of the H-bar mounted on the concave groove is inserted into a gap between the surface of the concave groove and the gap maintaining protrusion so that the gap maintaining protrusion is formed by the H bar. It may be to be fixed to the flat tie to be caught in the state located on the outer surface of the edge connecting portion.
  • fixing the edge of the formwork frame and the frame connecting the border between the H bar and the formwork continuously arranged in the longitudinal direction of the frame portion of the formwork may be further provided with a through hole through which the fixing pin for passing.
  • one side of the central portion toward the concrete of the formwork may be further provided with an adhesive recess to improve the adhesive strength with the concavely struck concrete. have.
  • the central through-hole to allow the flat tie penetrates the central portion of the formwork may be further provided.
  • the formwork installation method using the formwork comprises the steps of providing a formwork provided with a tie-through hole in the edge portion for installation of building formwork; Placing the plurality of the formwork upright by spaced apart at a predetermined interval in the width direction and continuous in the longitudinal direction for concrete placing; Arranging the flat tie through the tie-through holes of respective edges of the dies facing each other in the longitudinal direction and then connecting the dies to an H bar; Connecting a hook with a wedge through a wedge hole of a flat tie protruding outward of the formwork; Installing a horizontal support bar on the hook; And disposing a vertical support bar between the horizontal support bar and the outer surface of the formwork.
  • the coupling relationship between the flat tie and the H-bar through the concave groove portion, the flat tie through the tie through hole to place the flat The gap holding protrusion of the tie is spaced apart from the front and rear surfaces of the concave groove, respectively, and then the edge connecting portion of the H-bar is inserted into the gap between the surface of the concave groove and the gap maintaining protrusion. It may be to fix the flat tie so that the projection is caught in the state located on the outer surface of the rim connecting portion of the H-bar.
  • Non-metal for example, foam foam material such as styrofoam, plastic material
  • formwork formwork
  • the H-bar has a tie-through hole so that the H-bar is mounted in a state in which the flat tie penetrates through each edge of the plurality of formwork for the straight wall which is spaced apart at regular intervals in the width direction for the concrete pouring and arranged in the vertical direction continuously
  • FIG. 1 is a perspective view showing a formwork according to an embodiment of the present invention.
  • Figure 2 is a rear view showing a formwork according to an embodiment of the present invention.
  • Figure 3 is a schematic perspective view showing a state in which the formwork is installed using a formwork according to an embodiment of the present invention.
  • Figure 4 is a perspective view showing the H-bar connecting the formwork according to an embodiment of the present invention.
  • FIG. 5 is a schematic plan view showing a state in which the formwork is installed using the formwork according to an embodiment of the present invention.
  • the formwork 10 is spaced apart a predetermined interval in the width direction for the concrete placing space formed between the spaced apart and a plurality of continuous in the longitudinal direction Is placed upright has the function to achieve the desired formwork for building.
  • the formwork 10 is a rectangular rectangular plate structure, formed of foam foam to be used as a heat insulating material after the concrete is placed, so that the flat tie 20 penetrates disposed at both edges of the formwork 10. It has a structure in which a tie through hole 11 is provided.
  • the tie-through hole 11 of the formwork 10 is the tie
  • the main body passage part 11a and the protrusion tube part 11b communicate with each other so that the main body 21 and the gap maintaining protrusion 22 can be penetrated so that they are rotated at right angles to form an English tee (T) shape. It is structured.
  • the corresponding frame of the die 10 The recess is provided with a concave groove portion 12 recessed concave so that the edge connecting portion 31 is coplanar with the corresponding cross-section and front and rear surfaces of the formwork 10.
  • the coupling structure of the flat tie 20 and the H-bar 30 through the concave groove 12, the interval maintaining projection 22 of the flat tie 20 is disposed through the tie through hole (11). Is spaced apart from the front and rear surfaces of the concave groove 12 by a predetermined interval, wherein the rim connecting portion 31 of the H-bar 30 mounted on the concave groove 12 is formed of the concave groove 12.
  • the flat tie is inserted into a gap between the surface and the gap maintaining protrusion 22 so that the gap maintaining protrusion 22 is positioned on the outer surface of the edge connecting portion 31 of the H-bar 30, respectively. 20 is to be fixed.
  • a plurality of concave grooves 12 are provided over the entire edge of the formwork 10, for example, the two edges are provided in three spaced apart at equal intervals, concentrated at the center portion, the upper and lower edges Two are provided each.
  • the frame portion of the formwork 10 for connecting and fixing the edge of the H-bar 30 and the formwork 10 for connecting the border between the formwork 10 arranged in the longitudinal direction continuously The pin through hole 13 through which the fixing pin 55 penetrates is formed.
  • the fixing pin 55 has a long rod shape and has a function of connecting each other in a fixed state through the pin through hole 13 and may be applied with a fibish material.
  • an adhesive recess 14 is provided at the central portion of one side (back) facing the concrete of the formwork 10 so as to improve the adhesive force with the concavely placed concrete.
  • a plurality of central through holes 15 through which the flat tie 25 penetrates is provided at the central portion of the formwork 10.
  • the flat tie 25 penetrates through the central through hole 15 is hung on the inner surface of each of the central through holes 15 of the pair of formwork 10 facing the space maintaining protrusion 26 facing each other. Can be fixed.
  • separate hooks 50 may be formed through the wedge holes 21a and 25a at both ends of the flat ties 20 and 25 exposed to the outside of the formwork 10. It is connected to the wedge 51 so that the horizontal support bar 52 can be installed on the hook 50.
  • a separate vertical support bar 53 for reinforcing the horizontal support bar 52 may be disposed as a space between the horizontal support bar 52 and the formwork 10.
  • Unexplained reference numeral 40 shows a corner bar for connecting the corner portion between the formwork (10).
  • a plurality of formwork frame 10 provided with a tie-through hole 11 is provided for the installation of building formwork.
  • a plurality of the formwork 10 is arranged upright by being spaced apart in the width direction and continuous in the longitudinal direction for concrete placing.
  • the hook 50 is connected to the wedge 51 through the wedge hole 21a of the flat tie 20 protruding to the outside of the formwork 10, and the horizontal support bar to the hook 50 ( 52 is installed, the formwork installation using the formwork of the present invention is completed by disposing the vertical support bar 53 between the horizontal support bar 52 and the outer surface of the formwork 10.
  • an additional flat tie 25 may be mounted through the central through hole 15 of the formwork 10.
  • the flat tie 20 is disposed through the tie through hole 11 to the flat tie 20
  • the edge connecting portion 31 of the H-bar 30 of the recessed groove portion 12 Insert into the gap between the surface and the gap holding projection 22 so that the gap holding projection 22 is caught in the state located on the outer surface of the edge connecting portion 31 of the H-bar 30, the flat tie ( 20) to be fixed.
  • the flat tie 25 is provided with a flat tie 25 having a gap retaining projection 26 of the inner surface engaging structure, the flat tie ( 25) is disposed in the space between the spaced pair of formwork frame 10, the space maintaining projection 26 of the inner side locking structure of the inner side of the central through-hole 15 of the respective formwork frame 10 facing each other It takes so that the setting interval for the width direction is maintained also in the central portion of the formwork (10).
  • the corner bar 40 to connect the corners of the formwork for the upright wall (10) so that the formwork extends at a right angle
  • the slab formwork (not shown) disposed in a horizontal state on the upper end of the slab formwork can be connected to the corner bar 40 by the corner bar 40 so that the slab formwork extends at right angles.
  • the concrete is poured into the space between the formwork 10 and cured to complete a predetermined upright wall for a building.
  • Non-metal for example, foam foam material such as styrofoam, plastic material
  • formwork formwork
  • the formwork itself performs the function of insulation material, and the separate formwork after concrete curing and Accordingly, it is possible to provide convenience and practicality, such as no need for installing insulation, and also, a plurality of formwork for direct walls, which are spaced apart at regular intervals in the width direction and continuously arranged in the longitudinal direction, for concrete placement.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

La présente invention concerne un cadre de coffrage pour béton et un procédé de fabrication d'un coffrage pour béton le mettant en œuvre, ledit cadre de coffrage pour béton présentant une structure en forme de panneau rectangulaire et étant fait d'une mousse de façon à être utilisé comme matériau d'isolation thermique après le coulage du béton. Un orifice traversant de ligature est ménagé dans une partie de bord de la plaque de coffrage pour béton afin de permettre l'insertion à travers celui-ci d'une ligature plane. Plus particulièrement, l'invention concerne un cadre de coffrage pour béton (panneau de revêtement) non métallique (par exemple, un matériau alvéolaire tel que de la mousse de polystyrène et une matière plastique) présentant une propriété d'isolation thermique et utilisé comme matériau d'isolation thermique intérieure/extérieure dans le bâtiment sans nécessiter de dépose après le coulage du béton, ledit cadre de coffrage pour béton jouant lui-même le rôle de matériau d'isolation thermique et offrant des caractéristiques de commodité et de praticabilité ne nécessitant pas de travail supplémentaire de dépose du coffrage et de pose de matériau d'isolation thermique et similaires après le durcissement du béton.
PCT/KR2013/007244 2013-02-05 2013-08-12 Cadre de coffrage pour béton et procédé de fabrication de coffrage pour béton le mettant en œuvre WO2014123286A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
RU2015131479A RU2606735C1 (ru) 2013-02-05 2013-08-12 Опалубочный щит и способ устройства опалубки с его использованием
JP2015542933A JP2016501330A (ja) 2013-02-05 2013-08-12 鋳型枠及びこれを用いた鋳型設置方法
CA2900237A CA2900237A1 (fr) 2013-02-05 2013-08-12 Cadre de coffrage pour beton et procede de fabrication de coffrage pour beton le mettant en oeuvre
CN201380071878.8A CN104956010B (zh) 2013-02-05 2013-08-12 浇筑模板的分块面板以及利用该分块面板的浇筑模板的安装工艺
US14/765,675 US20150368915A1 (en) 2013-02-05 2013-08-12 Form board and method of constructing form using the same

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020130012970A KR101250860B1 (ko) 2013-02-05 2013-02-05 거푸집틀 및 이를 이용한 거푸집 설치방법
KR10-2013-0012970 2013-02-05

Publications (1)

Publication Number Publication Date
WO2014123286A1 true WO2014123286A1 (fr) 2014-08-14

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/KR2013/007244 WO2014123286A1 (fr) 2013-02-05 2013-08-12 Cadre de coffrage pour béton et procédé de fabrication de coffrage pour béton le mettant en œuvre

Country Status (7)

Country Link
US (1) US20150368915A1 (fr)
JP (1) JP2016501330A (fr)
KR (1) KR101250860B1 (fr)
CN (1) CN104956010B (fr)
CA (1) CA2900237A1 (fr)
RU (1) RU2606735C1 (fr)
WO (1) WO2014123286A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017089357A (ja) * 2015-11-05 2017-05-25 株式会社 ▲高▼▲橋▼監理 隣地空無し、鉄筋コンクリート建物を成形する外断熱一体型仮枠構造

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SE538828C2 (sv) * 2013-08-15 2016-12-20 Incoform Ab Betongform för bildande av en vägg eller liknande samt ett förfarande för att bilda en sagda vägg eller liknande samt ett stöd
CN106088578A (zh) * 2016-08-02 2016-11-09 驻马店市永泰建筑节能材料设备有限公司 免拆模板、泡沫混凝土自保温复合墙体结构及施工方法
CN108729655A (zh) * 2018-08-02 2018-11-02 苏州利波紧固件有限公司 一种三层方格两边为加厚直边的中空高分子建筑模板
CN109881855A (zh) * 2019-01-29 2019-06-14 上海圣奎塑业有限公司 保温装饰一体板
IT201900004815A1 (it) * 2019-03-29 2020-09-29 Essepi Srl Membro di giunzione per pannelli
CN110761551A (zh) * 2019-10-24 2020-02-07 武汉建工集团股份有限公司 一种组合式铝合金模板
CN111219054A (zh) * 2020-01-08 2020-06-02 邓婧 一种稳定的混泥土浇筑支架
US11221031B1 (en) 2020-10-15 2022-01-11 Essepi S.R.L. Joint member for panels
KR102452514B1 (ko) * 2022-01-25 2022-10-07 김상배 단열재가 구비된 건축물 일체형 거푸집 및 그 제조방법

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR970015971A (ko) * 1997-01-07 1997-04-28 기승철 건축용 단열패널
JPH1136322A (ja) * 1997-07-24 1999-02-09 Shintaku Daiwa House:Kk 基礎の立上り部分用型枠と並列式基礎枠工法
JP2000240283A (ja) * 1999-02-18 2000-09-05 Bridgestone Corp コンクリート打ち込み用型枠パネルの接続構造
JP2001295288A (ja) * 2000-04-12 2001-10-26 Engel Sangyo:Kk 発泡合成樹脂型枠による基礎施工法

Family Cites Families (53)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2095714A (en) * 1934-04-21 1937-10-12 Universal Form Clamp Company Tie rod construction
JPS4512114Y1 (fr) * 1965-09-08 1970-05-28
US3348459A (en) * 1967-01-03 1967-10-24 Harvey Aluminum Inc Interlocking matting and coupling bar therefor
US3512819A (en) * 1968-09-13 1970-05-19 Foamcor Inc Connector structure for modular panels and the like
US3640039A (en) * 1969-05-05 1972-02-08 Ball Corp Building structure
US3685222A (en) * 1970-06-10 1972-08-22 Joan Curtess Prefabricated building structure
US4020611A (en) * 1975-11-19 1977-05-03 Kaiser Aluminum & Chemical Corporation Wall assembly
US4169688A (en) * 1976-03-15 1979-10-02 Sato Toshio Artificial skating-rink floor
US4423573A (en) * 1978-11-08 1984-01-03 American Seating Company Wall panel with removable acoustical insert
US4442648A (en) * 1981-08-14 1984-04-17 Reece Chester A Concrete panel
US4557091A (en) * 1982-02-10 1985-12-10 Corflex International, Inc. Extruded structural system
JPS5938457A (ja) * 1982-08-26 1984-03-02 根本　貞安 建築用取付具
US4633634A (en) * 1985-08-30 1987-01-06 Nemmer Albert E Building side wall construction and panel therefor
NL8603202A (nl) * 1986-12-16 1988-07-18 Zwagerman Jan Constructiesamenstel uit afzonderlijke bouwelementen.
US4841707A (en) * 1987-01-05 1989-06-27 Novoa Jose M Composite double or multiple wall
US4777774A (en) * 1987-06-09 1988-10-18 Smalley Iii Arthur L Building construction utilizing plastic components
US4773194A (en) * 1987-10-19 1988-09-27 Simplex Ceiling Corp. Graffiti-resistant ceiling tile
US5129628A (en) * 1988-04-06 1992-07-14 Vesper Dale E Fence panel and wall construction
US5007222A (en) * 1988-11-14 1991-04-16 Raymond Harry W Foamed building panel including an internally mounted stud
US4938449A (en) * 1989-02-13 1990-07-03 Boeshart Patrick E Tie for concrete forms
US4936540A (en) * 1989-02-13 1990-06-26 Boeshart Patrick E Tie for concrete forms
US5056290A (en) * 1989-11-15 1991-10-15 Ac Corporation Method, assembly and apparatus for joining panels
US5069263A (en) * 1990-02-08 1991-12-03 Hon Industries, Inc. Panel interlock system
US5062250A (en) * 1990-02-27 1991-11-05 Metal Tech, Inc. Insulating panel system, panels and connectors therefor
US5058333A (en) * 1990-04-02 1991-10-22 Airflo Aluminum Awning Company Foam panel roof mounting system
US5195286A (en) * 1991-05-09 1993-03-23 Westinghouse Electric Corp. Ceiling infeed module
CA2070079C (fr) * 1992-05-29 1997-06-10 Vittorio De Zen Assemblage structural thermoplastique, elements constitutifs et methode de fabrication de ceux-ci
CA2097226C (fr) * 1993-05-28 2003-09-23 Vittorio Dezen Composants structurels thermoplastiques et structures constituees de ceux-ci
JP3000548U (ja) * 1994-01-29 1994-08-09 明正 黒谷 コンクリート型枠板の保持具
US5520477A (en) * 1994-06-07 1996-05-28 Seagate, Plastics Connecting system
US6178711B1 (en) * 1996-11-07 2001-01-30 Andrew Laird Compactly-shipped site-assembled concrete forms for producing variable-width insulated-sidewall fastener-receiving building walls
US5758466A (en) * 1997-04-10 1998-06-02 Tucker; Jan L. Snap-together structure
JP3000548B2 (ja) * 1998-02-13 2000-01-17 神和工業株式会社 建設機械用アタッチメント
JP3275170B2 (ja) * 1998-07-29 2002-04-15 英雄 松原 擁壁型地下室の形成方法
US6279285B1 (en) * 1999-01-18 2001-08-28 K-Wall Poured Walls, Inc. Insulated concrete wall system
US6352237B1 (en) * 1999-08-05 2002-03-05 Charles J. Severino Insulated concrete forming system
US6453632B1 (en) * 1999-08-09 2002-09-24 Chin-Chih Huang Wooden floor board
JP2001295258A (ja) * 2000-04-14 2001-10-26 Tsunetaro Iwabuchi 締め固め工法
CN2459395Y (zh) * 2000-12-04 2001-11-14 北京市城市建设工程研究院 一种用于现浇砼和外保温一体化施工的模板
US6698710B1 (en) * 2000-12-20 2004-03-02 Portland Cement Association System for the construction of insulated concrete structures using vertical planks and tie rails
US7665264B1 (en) * 2001-02-20 2010-02-23 Wolfe Michael J Metal-faced building panels having angled projections in longitudinal edge recesses for mating with locking ramps on flanges of concealed I-shaped connector
US7124547B2 (en) * 2002-08-26 2006-10-24 Bravinski Leonid G 3-D construction modules
US6854229B2 (en) * 2003-05-29 2005-02-15 H.K. Marketing Llc Form tie sleeves for composite action insulated concrete sandwich walls
WO2004113645A1 (fr) * 2003-06-23 2004-12-29 Peter Bilowol Systemes de coffrage
EP1676010A4 (fr) * 2003-10-13 2008-10-08 Soo-Chang Moon Systemes de plaques de ciment renforcees par des fibres et de panneaux isolants fixes a plaques metalliques perforees pour structure en beton renforcee
US7415805B2 (en) * 2003-12-08 2008-08-26 Nickerson David L Wall system with masonry external surface and associated method
RU2256754C1 (ru) * 2004-01-22 2005-07-20 Краснов Григорий Алексеевич Способ возведения изолированных монолитных строительных конструкций
MY139271A (en) * 2004-07-21 2009-09-30 Quantum Linkage Sdn Bhd Improvements to a modular framing system and a method of construction thereof
US7444792B2 (en) * 2005-02-10 2008-11-04 M&O Products, Inc. H clip
US20080295437A1 (en) * 2007-05-30 2008-12-04 Dagger Robert K Attachment system for a modular flooring assembly
US8555583B2 (en) * 2010-04-02 2013-10-15 Romeo Ilarian Ciuperca Reinforced insulated concrete form
US9322421B2 (en) * 2011-04-13 2016-04-26 Geoffrey Alan Baker Spring-loaded split-tongue connector system
WO2014028911A2 (fr) * 2012-08-16 2014-02-20 Potter Darrel V Structure formée de panneaux réunis par des supports de serrage universels

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR970015971A (ko) * 1997-01-07 1997-04-28 기승철 건축용 단열패널
JPH1136322A (ja) * 1997-07-24 1999-02-09 Shintaku Daiwa House:Kk 基礎の立上り部分用型枠と並列式基礎枠工法
JP2000240283A (ja) * 1999-02-18 2000-09-05 Bridgestone Corp コンクリート打ち込み用型枠パネルの接続構造
JP2001295288A (ja) * 2000-04-12 2001-10-26 Engel Sangyo:Kk 発泡合成樹脂型枠による基礎施工法

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017089357A (ja) * 2015-11-05 2017-05-25 株式会社 ▲高▼▲橋▼監理 隣地空無し、鉄筋コンクリート建物を成形する外断熱一体型仮枠構造

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